Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,992Inspections Most recent open 2026-07-18 Last loaded 2026-07-22

OSHA Inspection: VISINTINE CONSTRUCTION SERVICES, LLC

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of VISINTINE CONSTRUCTION SERVICES, LLC in 650 WEST CENTRAL AVE., SPRINGBORO, OH 45066 (NAICS 238310). OSHA activity number 343366522.

What this inspection record means

OSHA opens inspections for many reasons — routine scheduling under a national or local emphasis program, an employee complaint or referral, or a follow-up after a reported injury. Opening or conducting an inspection is not itself an allegation or a finding that this employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

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Site address
650 WEST CENTRAL AVE.
City
SPRINGBORO
State
OH
ZIP
45066
Mailing
6318 WATKINS RD. SW, PATASKALA, OH 43062
Inspection type
Planned (H)
Scope
Partial (B)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238310
Employees
3
Ownership type
A

4 citations on file for this inspection.

1926.451 C01

Serious Gravity 10 1 instance 2 exposed
Issued
Sep 21, 2018
Abate by
Sep 27, 2018
Penalty
Initial $3,880 · Current $3,880
29 CFR 1926.451(c)(1): Supported scaffolds with a height to base width (including outrigger supports, if used) ratio of more than four to one (4:1) shall be restrained from tipping by guying, tying, bracing, or equivalent means:   Located along the exterior area of the structure employees were observed working from a self-supported tubular welded frame scaffolding system with a 3 foot wide minimum base erected to a height in excess of 19 feet without the scaffolding system being secured to the structure or equivalent.
Recent events (1)
  • — Z (S) $3880

1926.452 C02

Serious Gravity 10 1 instance 2 exposed
Issued
Sep 21, 2018
Abate by
Sep 27, 2018
Penalty
Initial $0 · Current $0
29 CFR 1926.452(c)(2): Frames and panels shall be braced by cross, horizontal, or diagonal braces, or combination thereof, which secure vertical members together laterally. The cross braces shall be of such length as will automatically square and align vertical members so that the erected scaffold is always plumb, level, and square. All brace connections shall be secured.   Located along the exterior area of the structure employees were observed working from a self-supported tubular welded frame scaffolding system which was not completely protected by cross bracing or equivalent in that none of the interior sides of the frames adjacent to the structure had cross bracing installed.
Recent events (1)
  • — Z (S) $0

1926.451 F07

Serious Gravity 10 1 instance 2 exposed
Issued
Sep 21, 2018
Abate by
Sep 27, 2018
Penalty
Initial $3,880 · Current $3,880
29 CFR 1926.451(f)(7): Scaffolds shall be erected, moved, dismantled, or altered only under the supervision and direction of a competent person qualified in scaffold erection, moving, dismantling or alteration. Such activities shall be performed only by experienced and trained employees selected for such work by the competent person.   Located along the exterior area of the structure the self-supported tubular welded frame scaffolding system was not erected or altered under the supervision of a competent person qualified in scaffold erection, in that cross bracing was not completely utilized, the 4 to 1 base to height was exceeded without securing the scaffold to the structure or equivalent and standard guardrails or personal fall arrest systems were not completely erected or utilized.
Recent events (1)
  • — Z (S) $3880

1926.451 G01

Serious Gravity 10 1 instance 2 exposed
Issued
Sep 21, 2018
Abate by
Sep 27, 2018
Penalty
Initial $3,880 · Current $3,880
29 CFR 1926.451(g)(1): Each employee on a scaffold more than 10 feet (3.1 m) above a lower level shall be protected from falling to that lower level.    Located along the exterior area of the structure employees were observed working from a self-supported tubular welded frame scaffolding system which was not protected by standard guardrails or personal fall arrest systems in use, exposing employees to fall potentials in excess of 13 feet.
Recent events (1)
  • — Z (S) $3880

This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). The original IMIS detail view is available at OSHA's Establishment Search for activity number 343366522.

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